Minutes of Proceedings of the Institution of Civil Engineers, Band 234Institution of Civil Engineers, 1933 Vols. 39-204 (1874/75-1916/17) have a section 3 containing "Abstracts of papers in foreign transactions and periodicals" (title varies); issued separately, 1919-37, as the institution's Engineering abstracts from the current periodical literature of engineering and applied science, published outside the United Kingdom. |
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Seite 419
... centre . The dynamic magnifiers were the factors by which Dp was multiplied . Comparing the Author's results on p . 372 , but reduced to the form central deflection = Dp X dynamic magnifier , the agreement between the dynamic magnifiers ...
... centre . The dynamic magnifiers were the factors by which Dp was multiplied . Comparing the Author's results on p . 372 , but reduced to the form central deflection = Dp X dynamic magnifier , the agreement between the dynamic magnifiers ...
Seite 420
... central deflection was 75 100 Dw , and the central deflection when the locomotive was passing the centre of the 72.5 100 bridge was Dw . That might be regarded as a standard case for the damping coefficient assumed , and was plotted in ...
... central deflection was 75 100 Dw , and the central deflection when the locomotive was passing the centre of the 72.5 100 bridge was Dw . That might be regarded as a standard case for the damping coefficient assumed , and was plotted in ...
Seite 423
... central deflection y at synchronism when Professor Dalby . fully loaded y1k 0-023 x 7.5 = 0.17 inch . At synchronism ... central deflection of the fully - loaded structure , 0 · 17 inch , fell between the curves for F 5 tons and F = 8 ...
... central deflection y at synchronism when Professor Dalby . fully loaded y1k 0-023 x 7.5 = 0.17 inch . At synchronism ... central deflection of the fully - loaded structure , 0 · 17 inch , fell between the curves for F 5 tons and F = 8 ...
Inhalt
MINUTES OF PROCEEDINGS | 1 |
Transfer of Associate Members to the class of Members | 104 |
Discussion on the two foregoing Papers 3 cuts | 118 |
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Alfred Yarrow angle angle of repose attack Author B.Sc bridge C.E. VOL carried cement central deflection centre of pressure Civil Engineers coat coefficient Committee concrete considerable construction corrosion Council curve cylinders diameter Dugald Clerk effect Egmore electric equation experiments feet film force formula frequency friction gallons given granular material grout hammer-blow horizontal House of Lords impact Inst Institution iron jetty joints length lining load locomotive Lord Lord Macnaghten Madras material maximum metal method miles movement obtained occur oscillation oxide oxygen paint Paper pipe-line pipes placed plane of rupture Plate potassium chromate present pressure tunnel Professor protection purpose Railway retaining-walls rock rust sand scale Severn tunnel shaft society sodium hydroxide span springs square inch steel Steenbras stresses substations surface temperatures tests tons vertical wall wedge theory weight whilst William